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2021
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| Online Access: | https://doi.org/10.5281/zenodo.14730524 |
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| _version_ | 1866901359574384640 |
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| author | Attar, A. Alyaa |
| author_facet | Attar, A. Alyaa |
| contents | <p>In this paper, Solid Works software analysis is used for promote a threedimension geometry finite element (FE) model for simulating the flexural behavior of I-section &Square hollow part of universal carbon steel beam. Furthermore, the analytical results with the same moment capacity were compared between I-section and square hollow section of universal steel beam in order to analyze the simulation output and compares the structural performances of the beams. The FE model was used to determine the stress, strain, and displacement for all steel beams. Also, represent a realistic solid mechanics and heat transfer engineering problem into a finite element model. Furthermore, to use Solid Work by build a computational model, run simulations, and analyze the output of the simulation when solving for simple solid mechanics and heat transfer problems using FEM-based<br>software and to confidently identify the optimum design. Analysis Finite element method was performed toward determine and study the effects of geometrical on both modal steel beams with carbon steel under uniformly distributed transverse load. The cross section considered in this study includes of dimensions D = 533 mm the total length of section, and the thickness of the flange T = 15.6 mm, B = 210 mm length of the flange, t = 10 mm the thickness of the web, d = 476.5 mm the length of the web for Isection beam. Furthermore for square hollow section beam with the dimensions of 400 x 400 mm and the thickness is t = 12.5 mm. In this study, the load that has applied for the both beams was 1000N and with the same length which was 1000mm and using the same material which was carbon steel for square hollow section and I-section beam as well. It was found that the displacement of square hollow section was bigger than the displacement in I-section beam; due to less thickness of I-section beam.</p> |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_14730524 |
| institution | Zenodo |
| language | |
| publishDate | 2021 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | Modal Analysis of I-Section & Square Hollow Section of Universal Steel Beam with Sustainable Carbon Steel using Solid Works Attar, A. Alyaa Square hollow section beam, I-section beam stress, Strain, Displacement, Solid Works,sustainable <p>In this paper, Solid Works software analysis is used for promote a threedimension geometry finite element (FE) model for simulating the flexural behavior of I-section &Square hollow part of universal carbon steel beam. Furthermore, the analytical results with the same moment capacity were compared between I-section and square hollow section of universal steel beam in order to analyze the simulation output and compares the structural performances of the beams. The FE model was used to determine the stress, strain, and displacement for all steel beams. Also, represent a realistic solid mechanics and heat transfer engineering problem into a finite element model. Furthermore, to use Solid Work by build a computational model, run simulations, and analyze the output of the simulation when solving for simple solid mechanics and heat transfer problems using FEM-based<br>software and to confidently identify the optimum design. Analysis Finite element method was performed toward determine and study the effects of geometrical on both modal steel beams with carbon steel under uniformly distributed transverse load. The cross section considered in this study includes of dimensions D = 533 mm the total length of section, and the thickness of the flange T = 15.6 mm, B = 210 mm length of the flange, t = 10 mm the thickness of the web, d = 476.5 mm the length of the web for Isection beam. Furthermore for square hollow section beam with the dimensions of 400 x 400 mm and the thickness is t = 12.5 mm. In this study, the load that has applied for the both beams was 1000N and with the same length which was 1000mm and using the same material which was carbon steel for square hollow section and I-section beam as well. It was found that the displacement of square hollow section was bigger than the displacement in I-section beam; due to less thickness of I-section beam.</p> |
| title | Modal Analysis of I-Section & Square Hollow Section of Universal Steel Beam with Sustainable Carbon Steel using Solid Works |
| topic | Square hollow section beam, I-section beam stress, Strain, Displacement, Solid Works,sustainable |
| url | https://doi.org/10.5281/zenodo.14730524 |